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HomeMy WebLinkAboutPermit PG16-0009 - TOKYO TOKYO - KITCHEN REVISIONTOKYO TOKYO 1379 SOUTHCENTER MALI, PG16-0009 City of Tukwila ' Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov PLUMBING/GAS PIPING PERMIT Parcel No: 9202470010 Permit Number: PG16-0009 Address: 1379 SOUTHCENTER MALL Issue Date: 5/11/2016 Permit Expires On: 11/7/2016 Project Name: TOKYO TOKYO Owner: WA, 98108 Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, WA, Address: 92013 Contact Person: VANCOUVER, WA, 98661 Name: JAMES WASSERMAN Address: 5628 AIRPORT WAY S #112, SEATTLE, DESCRIPTION OF WORK: Phone: (206) 420-2242 Phone: (360) 699-5317 Expiration Date: 8/16/2017 REVISE EXISTING KITCHEN. ADD BACKFLOW DEVICES, RELOCATE EXISTING KITCHEN EQUIPMENT, ADD FLOOR SINKS, ADD MIXING VALVES INCLUDES INSTALLATION OF TWO 1/2" REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPPA),w WHICH REQUIRE A SEPARATE PUBLIC WORKS INSPECTION. Valuation of Work: $14,800.00 Fees Collected: $367.64 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: WA, 98108 Contractor: 2014 Name: WESTERN CONSTRUCTION SRVCS INC Address: 2300 E 3RD LOOP SUITE 110, International Mechanical Code Edition: VANCOUVER, WA, 98661 License No: WESTECS162118 Lender: 2012 Name: 2012 Address: 2012 DESCRIPTION OF WORK: Phone: (206) 420-2242 Phone: (360) 699-5317 Expiration Date: 8/16/2017 REVISE EXISTING KITCHEN. ADD BACKFLOW DEVICES, RELOCATE EXISTING KITCHEN EQUIPMENT, ADD FLOOR SINKS, ADD MIXING VALVES INCLUDES INSTALLATION OF TWO 1/2" REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPPA),w WHICH REQUIRE A SEPARATE PUBLIC WORKS INSPECTION. Valuation of Work: $14,800.00 Fees Collected: $367.64 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 �C Permit Center Authorized Signature: 14 Date: 4— p I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit a r ee to the con itiam..attached to this permit. Signature: Date: Print Name: �L"ZYfta This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: ***PUBLIC WORKS PERMIT CONDITIONS*** 16: INSTALLATION OF TWO RPPAs REQUIRE A SEPARATE INSPECTION FROM THE Public Works Department. Please call (206) 433-0179 24 hours in advance to schedule. RPPA shall be installed per manufacturer's specifications and tested by a certified tester. 17: Thereafter the RPPAs shall be tested annually at owners expense and copies of backflow test reports shall be forwarded to Tukwila Water Department, phone 206 433-1860, fax 206 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.Tukwi]aWA.gov SITE LOCATION Plumbing/Gas Permit No. M10 Project No. _ Date Application Accepted:_ Date Application Expires: (For office use onl v PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. *"Please Print*" King Co Assessor's Tax No.: 920247-0090 Site Address: 1379 Southcenter Mall, Tukwila, WA 98188 Suite Number: Floor: 1 Tenant Name:—Tokyo Tokyo New Tenant: ❑..... Yes m..No PROPERTY OWNER Name: Westfield Southcenter Attn: Wayne Johnson Address: 2800 Southcenter Mall City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: James Wasserman Address: 5628 Airport Way South # 112 City: Seattle State: WA Zip: 98108 Phone: (206) 420-2242 Fax: Email: jwasserman@jjwarch.com PLUMBING CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 14,800 Scope of Work (please provide detailed information): Revise existing kitchen. Add backflow devices, relocate existing kitchen equipment, add floor sinks, add mixing valves. Building Use (per Int'l Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: H:1Applica ionstFoms-Applicatiots on Uneal)I I ApplicationsTlumbing Permit Application Rn ixd 8-9.11.6oa Rnised: Augtm 2011 bh Sewer: Pagel of 2 A It Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination / bath/shower *1 T Dishwasher, domestic with / independent drain Shower, single head trap Sinks w-1 Rain water system — per drain (inside building) / treatment interceptor, 5t Grease interceptor for y commercial kitchen (>750 gallon capacity) / Each additional medical / gas inlets/outlets greater than 5 Atmospheric -type vacuum 3 breakers not included in / lawn sprinkler backflow / protections (1-5 Fixture Type Qty Bidet / Drinking fountain or water *1 T cooler head / Lavatory+�1� Wash fountain Urinal w-1 Water heater and/or vent treatment interceptor, 5t Repair or alteration of y water piping and/or water treatment equipment / Backflow protective device AD �a other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or 3 smaller / Atmospheric -type vacuum breakers not included in lawn sprinkler backflow / protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, / domestic *1 T Food-wastc grinder, commercial Wash fountain Water closet w-1 Industrial waste treatment interceptor, 1;J(IbT including trap and vent, y except for kitchen type grease interceptors / Repair or alteration of AD �a drainage or vent piping Each lawn sprinkler Backflow protective / device other than atmospheric -type / vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets / Fixture Type Qty Dental unit, cuspidor Floor drain *1 T Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - 450 1;J(IbT gallon capacity Medical gas piping system serving 1-5 / inlets/outlets for a specific s Each lawn sprinkler system on any one meter / including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Oficial may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OPiWRJJt)RY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. AUTHORIZED AGENT: Date: a - 2* • 2010 S. #112 SfX7ME WA 99(00 city State zip — H:WpplicatiomlFo m -Applications On Une\2011 Applics6onsTfumbing Permit Application Revised 6-9.1 l.do" Revised: August 2011 bb Page 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $558.86 M16-0018 Address: 1379 SOUTHCENTER MALL Apn: 9202470010 $261.92 MECHANICAL $249.45 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $216.95 TECHNOLOGY FEE $12.47 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.47 PG16-0009 Address: 1379 SOUTHCENTER MALL Apn: 9202470010 $296.94 PLUMBING $282.80 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $250.30 TECHNOLOGY FEE $14.14 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: • i • R000.322.900.04.00 0.00 $14.14 Date Paid: Wednesday, May 11, 2016 Paid By: KIMBERLY KAIN Pay Method: CREDIT CARD 511180 Printed: Wednesday, May 11, 2016 1:08 PM 1 of 1 r? L1 p�srsiEMs DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $133.06 M16-0018 Address: 1379 SOUTHCENTER MALL Apn: 9202470010 $62.36 MECHANICAL $62.36 PLAN CHECK FEE R000.322.102.00.00 0.00 $62.36 PG16-0009 Address: 1379 SOUTHCENTER MALL Apn: 9202470010 $70.70 PLUMBING $70.70 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7539 R000.322.103.00.00 0.00 $70.70 $133.06 Date Paid: Friday, January 29, 2016 Paid By: JJW ARCHITECTS Pay Method: CHECK 3099 Printed: Friday, January 29, 2016 1:00 PM 1 of 1 CrSYS7EM5 INSPECTION RECORD Retain a copy with permit''�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 4 Permit Inspection Request Line (206) 438-9350 p- 4.0 GP�a.J ress Instructions: Inspection: NApproved per applicable codes. t__J Corrections required prior to approval. Inspector: Apae4 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD G' 00 INSPECTION NO. - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P 'ec : ei 6 Type of pection: r l`� /� Address:Date 7 a,Xr /a Called: Special Instructions: d� �J Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. acorrections required prior to approval. COMMENTS: 1 IA1 e /17 — CcUxt1 Inspector: '+A1 I Date: 7 VIK REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD P6(6-1900 Retain a copy with permit i 71 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: tA o � o Type Inspection: e Ad j- Date Called. Special Instructions: �j-,/,� i=5Ift=VZ a,!'t`"t m Date W e a.m. & — M t� p.m. Re uester: aon PN Inspector: Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �w r INSPECTION RECORD l Retain a copy with permit 000q INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Cjk-Y6 0 Type of Inspectio : P3 uX1(✓-� Ache s VIC Date Called: Special Instructions: wo1 Dateante a.m. P.M. Requester: Phone No: Inspector: F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ES-LF009 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. —CITY OF T' t t r; W r L A Approval Representative A132 i 1 2016 Series LF009 FR PERMIT CENTER Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 8Omm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross - connections in piping systems or for containment at the service line entrance.The LF009 features Lead Free' construction to comply with Lead Free' installation requirements. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes 1/4" — 1 " (8 — 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Lead Free' cast copper silicon alloy body construction for durability '/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2' and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 114" - 2" (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/ or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to c!>e,ri ldree* al components shall be through a single ainless steel bolts. Body and shutoffs shall e s u e cast copper silicon alloy materials. zone assembly shall comply with state ds, whapplicable, requiring reduced lead content. Fie a b y I also inde two resilient seated isolation valves, p5'kreient a test c ks and an air gap drain fitting. The assem- hm nts of: USC; ASSE Std. 1013; AWWA Std. 1164.4. Shall bA a Watts Series LF009. LF009 Test Cock No. 3 Test Cock No. 4 BallType Test Cocks •Sill C a_.I\� Second CheckFirst 4� .� r ���_ . ,, ��� �_Check Module � %////�1; h �� ,�J • % L � t.,���; �� ,moi ��� .Ir • Relief Valve Assembly Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. Inquire with governing authoritGG RPT EGUQy Wements LTR# The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. 'The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. U.S. cu maty units and metric are approximate and are provided for reference only. For precise measurements, Matts reserves the right to change or modify product design, construction, specifications, or materials yr th- %%1WA3`mM obligation to make such changes and modifications on Watts products previously or subsequently sold. �G 1(0_ C)ON Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - strainer LF - without shutoff valves PC - internal polymer coating Prefix: U - union connections Available Models: 2'/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valves LF - without shutoff valves Note: The installation of a drain line is recommended. When install- ing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8 - 50mm) Lead Free" cast copper silicon alloy body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. Model LF009QT furnished with quarter -turn, full port, resilient seated, Lead Free` cast copper silicon alloy body ball valve Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free cast copper silicon alloy body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Sizes 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F - 180°F (0.5° - 75°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC ASSE No. 1013 AW WA C511 CSA B64.4 IAPMO File No. 1563. Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, PC, NRS, OSY. UL Classified 21/2" and 3" (65 and 80mm) with OSY gate valves. 3/4" - 2" (20-50mm) without shutoff valves (-LF) (except LF009M3LF) MODEL DRAIN OUTLET DIMENSIONS WEIGHT for 909, 009 and 993 sizes A B 909AGA '/n"-%2" 009, Ys 13 2% 60 3'/s 79 0.625 0.28 n 909AGC 3/4"-1 " 009/909, 1 25 3'/4 83 4'% 124 1.5 0.68 1 "-1'/z" 009M2 909AGF 1'/4"-2" 009M1, 2 51 4% 111 6'/4 171 3.25 1.47 1'/4"-3" 009/909, 2" 009M2 4"-6" 993 909AGK 4"-6" 909, 3 76 6% 162 9% 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 7% 187 11'/4 286 15.5 7.03 909ELA /4"-'/i' 009 '/4" 009M2/M3 - - - - - - - - 909ELC %11-1" 009/909 - - 2'/a 60 2% 60 0.38 0.17 " 909ELF 1'/4"-2" 009M1, - - Va 92 3% 92 2 0.91 1'/4"-2" 009/909, 2" 009M2 4"4" 993 • 909ELH 214"-3" 009/909 - - - - - - - - Vertical M Dimensions and Weight: 21/2" and 3" (65 and 80mm) LF009 i Ni i tClearance for servicing ien Watts G-4000 Series QT — Ball Valves MN Nil in. mm in, mm in. mm in. mm tbs. kgs. 21/2 65 10 254 61/2 165 93/a 248 28 12.7 3 80 10'/a 257 7 178 10 254 34 15.4 tClearance for servicing ien Watts G-4000 Series QT — Ball Valves Capacity Performance as established by an independent testing laboratory. kPa psi %" (8mm) LF0090T 138 20 117 17 96 14 76 11 55 8 35 5 0 .25 .60 .75 1 1.17 gpm AP 0 .95 1.9 2.9 3.8 4.5 Ipm kPa psi 3/a" (10mm) LF0090T 138 20 117 17 96 14 76 11 55 8 35 5 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm OP 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm kPa psi V2" (15mm) LF0090T 172 25 138 20 103 15 69 10 35 5 0 1 2.5 5 7.5 10 12.5 15 gpm AP 0 3.8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps kPa psi 207 30 165 24 124 18 83 12 41 6 3/" (20mm) LF009M3QT 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 07.6 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) LF009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 5 10 20 30 40 50 60 70 80 gpm AP 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps VNWATM A Watts Water Technologies Company 'Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 1 '/a " (32mm) LF009M2QT 172 25 138 20 103 15 69 10 35 5 0 0 0 10 20 30 40 50 60 70 80 AP 0 38 76 114 152 190 228 266 304 5 7.5 10 15 1.5 2.3 3.0 4.6 kPa psi 1 '/z " (40M M) LF009M2QT 207 30 172 25 138 20 103 15 69 10 35 5 0 0 ppam fps mps 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm AP 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 2" (50mm) LF009M2QT 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AID0 20 40 60 80 100 120 140 160 180 200 gpm 0 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 26" (65mm) LF009 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 175 200 225 250 gpm AP 0 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps ' M£MBEP USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • wwwmatts.ca ES-LF009 1406 0 2014 Watts 3" (80mm) LF009 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 �P 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ' M£MBEP USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • wwwmatts.ca ES-LF009 1406 0 2014 Watts City of Tukwila Department of Community Development February 09, 2016 JAMES WASSERMAN 5628 AIRPORT WAY S #112 SEATTLE, WA 98108 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 16-0009 TOKYO TOKYO - 1379 SOUTHCENTER MALL Dear JAMES WASSERMAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) 2nd page of your permit application calls for 3 backflow protective devises. Please list them on your plans including backflow size, manufacturer, model number, location. 2) PLUMBING FIXTURE SCHEDULE on sheet PO.I (bottom line) calls for 1/2" RPBP-1. Please list how many of RPBP-1 are going to be installed. Plumbing permit application calls for 3 backflows. 3)Sheet P3.1 shows two RPBP-1, however your application calls for three, please clarify. 4) Submit backflow cut sheets and circle the device to be installed. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. PG16-0009 630O Snuthrimter Rnu1Pvnrd ,Suit, - #700 • Tukwiln Wn.chinotnn 9R1RR • Phnnn 906_437.3(7O • Fnr ?06_d21_?/,lS `.. i t 4 i �r+ PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0009 DATE: 04/18/16 PROJECT NAME: TOKYO TOKYO SITE ADDRESS: 1379 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 DEPARTMENTS: Revision # before Permit Issued Revision # after Permit Issued Building Division ❑ Fire Prevention ❑ Planning Division ❑ ��S AJc. LkAB-L� Public Works IN Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 04/19/16 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/17/16 Approved 11 Approved with Conditions e Corrections Required ❑ Denied F1 (corrections entered in Reviews) (ie: Zoning Issues) Notation:yyl e S 0V,%1 '? d. t REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Plug ❑ PW ❑ Staff Initials: 12/18/2013 -'O PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0009 DATE: 02/01/16 PROJECT NAME: TOKYO TOKYO SITE ADDRESS: 1379 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: T� Building Division No Fire Prevention ❑ Planning Division ❑ GOO A q� Public Works ® Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 02/02/16 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/01/16 Approved ❑ Approved with Conditions ❑ Corrections RequiredDenied El (corrections entered in. Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: lAde 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilalN'A.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: fG Plan Check/Permit Number: P616 - `� �® I ❑ Response to Incomplete Letter # 19 Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: T�-A O To Project Address: I3-] 1-�) 5 VLA p Je r Contact Person: w OAMha 51zewee gyp- Phone Number: -2,06 J'ZO- ZOZ12 Summary of Revision: B"A , r B poNsoP Sheet Number(s): "Cloud" or highlight all areas of revision Received at the City of Tukwila Permit Cer ❑ Entered in TRAKiT on WAPermit CenteATemplatesTormsUtevision Submittal Form.doc Revised: August 2015 g Q"�aBd tl�.� 1 + L�. d� -,b t,,,, WESTERN CONSTRUCTION SRI INC 41*4 Washington State Department of k,h Labor & Industries Page 1 of 2 Home Fslxniol Contact. Search L&I KLu A-7.. Index Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing WESTERN CONSTRUCTION SRVCS INC Owner or tradesperson 2300 E THIRD LOOP STE 110 VANCOUVER, WA 98661 Principals 360-699-5317 ANDREWS, KENNETH LLOYD, PRESIDENT CLARK County EDWARDS, RONALD RAYMOND, VICE Construction Contractor. ........................................................................... PRESIDENT ANDREWS, VICKI SHANNON, SECRETARY License specialties EDWARDS, RONALD R, PRESIDENT GENERAL (End: 06/20/2012) License no. HURD-EDWARDS, JODIE L, SECRETARY WESTECS162R8 (End: 06/20/2012) Effective — expiration EDWARDS, PATRICIA A, PRESIDENT 12128/1984— 09/16/2017 (End: 09/10/2003) Bond ................. EDWARDS, ROBERT D, SECRETARY Western Surety Co (End: 09/10/2003) Bond account no. Doing business as WESTERN CONSTRUCTION SRVCS INC WA UBI No. Business type 600 602 277 Corporation Governing persons JODIE Bond history https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600602277&LIC=WESTECSI62R8&SAW= 5/11/2016 EDWARDS KENNETH LLOYD ANDREWS; RONALD R EDWARDS; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. ........................................................................... Active. Meets current requirements. License specialties GENERAL License no. WESTECS162R8 Effective — expiration 12128/1984— 09/16/2017 Bond ................. Western Surety Co $12,000.00 Bond account no. 929595453 Received by L&I Effective date 09/09/2015 09/23/2015 Expiration date Until Canceled Bond history https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=600602277&LIC=WESTECSI62R8&SAW= 5/11/2016 PLUMBING Fi T SCHEDULE N ST7�i�L64 rl C't\J �I�G .S 5,��/4/e1�} ���L/ �" IlU��2�CS CONNECTION SIZE W V CW HW SYMBOL DESCRIPTION COTG CLEANOUT: SIOUX CHIEF 834-4DNR 3" --- --- --- \\C-7 ABS ADJ ROUGH IN CLEANOUT W/PLUG. aU)00 (RL) Permit No. ©00 FLOOR SINK ET -1 EXPANSION TANK: 4.4 GAL POTABLE WATER THERMAL EXPANSION TANK, 3.2 GAL. ACCEPTANCE VOL. --- --- 3/4" --- QQ (0 co AMTROL ST -12. ASME RATING NOT REQUIRED oo �j N� cu N N SEALANT ALL AROUND -� Lo U) c)-,,.- ai FS -1 FLOOR SINK: FINISHED FLOOR ®" SANITARY PIPING BELOW PIPE BELOW GRADE the ��inlasio, � o any r�talc;p�to�i r`. 10 0�° ordir?a.nyo�.�. Pex�e �9qs / 12X12X6 PORCELAIN WITH ACID RESISTANT COATING INTERIOR J Q ---- HOSE BIBB of approvod iFiald Ci: l �n d«.l,r)�vylrav 1. PIPE COVER. 2" 12X12X6 ENAMEL FLR SINK W/STRAINER. BASIS OF DESIGN: PROFLO PF906K 2" 2" 1/2" --- ry 3" 12X12X6 ENAMEL FLR SINK W/STRAINER. BASIS OF DESIGN: PROFLO PF906M 3" 2" 1/2" --- MV-1 MIXING VALVE: POINT OF USE, UNDERCOUNTER --- --- 1/2" 1/2" WALL CLEANOUT BASIS OF DESIGN: POWERS HYDROGUARD SERIES LFLM495 CLAMPING STRAP. WM a a < <:• N RPBP-1 REDUCED PRESSURE BACKFLOW PREVENTER: --- --- 1/2" --- 44 STRAINER, BALL VALVE SHUT -OFFS, UNIONS, AIR GAP FUNNEL FITTING. GRADE OR FINISHED TEMP LAP SEALANT, WATTS LF009-S-QT, WATTS 909AGC AIR GAP. FLOOR DRAIN (� RIGID®❑ PLUMBING SYMBOL VALVES ABBREVIATIONS VALVE, GENERAL -----D'Q CONTROL VALVE --.r— GATE VALVE PRESSURE REDUCING VALVE ---- CHECK VALVE Q- QUARTER TURN VALVE GLOBE VALVE --j- BALANCING VALVE PIPE RISE IP , C Lo L,-> N ST7�i�L64 rl C't\J �I�G .S 5,��/4/e1�} ���L/ �" IlU��2�CS MEDIUM PRESSURE GAS PIPING (2#) PIPE DROP N i C E U) QTY 1 ' S pgc ! It oi0 c. w 2,o,6 1433- 017,9 % S c t-167tLe i—E, ---- D CONDENSATE PIPING TEE UP ON PIPE Rf \\C-7 aU)00 (RL) Permit No. ©00 FLOOR SINK PW .. TEE DOWN ON PIPE cu E 0- cq (6 N QQ (0 co CONTINUATION oo �j N� cu N N SEALANT ALL AROUND -� Lo U) c)-,,.- ai CAP Approval 6f co st r � s w& o i �iocurrients doe I' c aALr lioo:i'o FINISHED FLOOR ®" SANITARY PIPING BELOW PIPE BELOW GRADE the ��inlasio, � o any r�talc;p�to�i r`. 10 0�° ordir?a.nyo�.�. Pex�e �9qs / ALUMINUM J Q ---- HOSE BIBB of approvod iFiald Ci: l �n d«.l,r)�vylrav 1. PIPE COVER. FLOOR SOV LAP SEALANT. ry {�-- PUMP Date: l�S-- ���© 1W- WCO d- A STAINLESS STEEL z00O �� WALL CLEANOUT City of TAwiia CLAMPING STRAP. WM a a < <:• N BUILDING DIVISION SANITARY PIPING ABOVE PRE -FAB 0 CO FLOOR CLEANOUT 44 PIPE FLASHING. GRADE OR FINISHED TEMP LAP SEALANT, FLOOR DRAIN (� RIGID®❑ AREA DRAIN W INSULATION. TP SPLICE ADHESIVE. © ROOF DRAIN SD ROOFING • 'y 0 FLOOR SINK ROOF DECK. MEMBRANE. ABOVE GRADE OR NOTE: .•' " C� VENT THROUGH ROOF USE ROOF MEMBRANE ; SAND SECOND LAYER 41-011 MANUFACTURER'S -< OVERFLOW NOZZLE SQUARE VAPOR BARRIER MATERIALS. PATCH VTR VAPOR BARRIER TIGHTLY FITTED AROUND AND REPAIR ROOF TO COMPLY WITH ALL STORM DRAIN PIPING PIPING SYSTEMS PENETRATION AND SEALED ROOF WARRANTIES. BELOW GRADE OR FINISHED FLOOR W/ 1 PIPE/CONDUIT COVER PENETRATION NO SCALE COLD WATER PIPING HOT WATER PIPING HOT WATER RETURN PIPING G GAS PIPING AFF BFP BFF CD CL CONT. COTG CV CW DIA (E) EL ELECT FC FPM FPS FT GAL GPH GPM HD HP HP HTG HTR HW HWR ID IE IN LBS. MH MIN MW (N) N/A NIC NO. NTS OC OD P PD PRV 2 FLOOR SINK NO SCALE ABOVE FINISHED FLOOR BACKFLOW PREVENTER BELOW FINISHED FLOOR CONDENSATE DRAIN CENTERLINE CONTINUATION CLEAN OUT TO GRADE CHECK VALVE COLD WATER DIAMETER EXISTING ELEVATION ELECTRICAL FLEXIBLE CONNECTOR FEET PER MINUTE FEET PER SECOND FEET GALLONS GALLONS PER HOUR GALLONS PER MINUTE HEAD HEAT PUMP HORSE POWER HEATING HEATER HOT WATER HOT WATER RETURN INSIDE DIAMETER INVERT ELEVATION INCHES POUNDS MOUNTING HEIGHT MINIMUM MAKE-UP WATER NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER PUMP PRESSURE DROP PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH QUANTITY REMOVE RELOCATE RETURN SQUARE FEET SHUT OFF VALVE STATIC PRESSURE TEMPERATURE TOTALPRESSURE VENT VELOCITY VENT THROUGH ROOF WITH WATER COLUMN WITHOUT SEP,zI°i,"TE PEMMMIT RLOUI MED FOR: l,.�,�r&Chanicat L+" tlCctric al ❑ P'imbing El Gas Plpft City of Tukwila IRtJILDING DIVISION REVISIONS No changes shall be made to the scope of viork w4thout prior approval of j's„;wila Building Division. io will require a new plan submittal an,j may ineludc additional plan review fees. N X MPG MEDIUM PRESSURE GAS PIPING (2#) r N i C E U) QTY C ---- D CONDENSATE PIPING (R) Rf z aU)00 (RL) Permit No. ©00 FLOOR SINK PW PUMPED WASTE U a) cu E 0- cq (6 N QQ (0 co RET oo �j N� cu N N SEALANT ALL AROUND -� Lo U) c)-,,.- ai Approval 6f co st r � s w& o i �iocurrients doe I' c aALr lioo:i'o FINISHED FLOOR ®" SANITARY PIPING BELOW SF the ��inlasio, � o any r�talc;p�to�i r`. 10 0�° ordir?a.nyo�.�. Pex�e �9qs / J Q GRADE OR FINISHED � of approvod iFiald Ci: l �n d«.l,r)�vylrav 1. FLOOR FINISH FLOOR SOV ry WHERE OCCURS Date: l�S-- ���© 1W- 00 d- A W z00O SID City of TAwiia ° :° WM a a < <:• N BUILDING DIVISION SANITARY PIPING ABOVE U <t; a 9 44 GRADE OR FINISHED TEMP d a (� FLOOR W W � TP CONCRETE SLAB�� SD STORM DRAIN PIPING V ON GRADE ABOVE GRADE OR FINISHED FLOOR VEL SAND SECOND LAYER 41-011 SQUARE VAPOR BARRIER VTR VAPOR BARRIER TIGHTLY FITTED AROUND — —SD— — STORM DRAIN PIPING ROCK FILL PENETRATION AND SEALED BELOW GRADE OR FINISHED FLOOR W/ WITH TAPE. We ________se___ SANITARY VENT PIPING W/O 2 FLOOR SINK NO SCALE ABOVE FINISHED FLOOR BACKFLOW PREVENTER BELOW FINISHED FLOOR CONDENSATE DRAIN CENTERLINE CONTINUATION CLEAN OUT TO GRADE CHECK VALVE COLD WATER DIAMETER EXISTING ELEVATION ELECTRICAL FLEXIBLE CONNECTOR FEET PER MINUTE FEET PER SECOND FEET GALLONS GALLONS PER HOUR GALLONS PER MINUTE HEAD HEAT PUMP HORSE POWER HEATING HEATER HOT WATER HOT WATER RETURN INSIDE DIAMETER INVERT ELEVATION INCHES POUNDS MOUNTING HEIGHT MINIMUM MAKE-UP WATER NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER PUMP PRESSURE DROP PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH QUANTITY REMOVE RELOCATE RETURN SQUARE FEET SHUT OFF VALVE STATIC PRESSURE TEMPERATURE TOTALPRESSURE VENT VELOCITY VENT THROUGH ROOF WITH WATER COLUMN WITHOUT SEP,zI°i,"TE PEMMMIT RLOUI MED FOR: l,.�,�r&Chanicat L+" tlCctric al ❑ P'imbing El Gas Plpft City of Tukwila IRtJILDING DIVISION REVISIONS No changes shall be made to the scope of viork w4thout prior approval of j's„;wila Building Division. io will require a new plan submittal an,j may ineludc additional plan review fees. N X r r N i C E U) U C U 0- O Rf z aU)00 Permit No. ©00 I— N to U a) cu E 0- cq (6 N QQ (0 co oo �j N� cu N N CU U, . -� Lo U) c)-,,.- ai a4 WA $$ 44866 � $�'arsrs��° � Si4rDNAL �0 KUM 4-22-17 THIS DRAWING DATA AND DESIGNS THEREON SHALL NOT BE DUPLICATED, USED OR DISCLOSED TO OTHERS FOR PROCUREMENT OR OTHER PURPOSE, EXCEPT AS OTHERWISE AUTHORIZED BY CONTRACT, WITHOUT PERMISSION OF JET INDUSTRIES, INC. 1935 SILVERTON RD. SALEM, OR 97301 TEL: (503) 363-2334 FAX: (503) 363.8008 OR CCB#'S 3944, 156944, 158633, 166248, 17C981 ALL REPRODUCTIONS SHALL BEAR THIS NOTICE. REVIEWED FOR I CODE COMPLIA 0,ft;'�, Al� Bi � P�'CEIVED PPRe DATE ISSUE . FEB 02 2016 12.31.15 MEP BACKGROUND APR 19 2016 SET n� TUKVVILA 1.29.16 PERMIT SET FN vUi ` PUBLIC WORKS of TuI�.Wfi1* BUCI�PINDTVI•I' Ns, T_ co N N e I -- W U) W IL X Uj FILE COPY z Permit No. ©00 I— W PI- 17 �eviev�T ;'n�� ! is subject to errors and ori,,133ions. WW Approval 6f co st r � s w& o i �iocurrients doe I' c aALr lioo:i'o 3: _j the ��inlasio, � o any r�talc;p�to�i r`. 10 0�° ordir?a.nyo�.�. Pex�e �9qs / J Q � of approvod iFiald Ci: l �n d«.l,r)�vylrav 1. ��\ O ry CO Date: l�S-- ���© 1W- 00 d- �� W z00O City of TAwiia WM N BUILDING DIVISION U <t; rn z (� 0 W W � L.1. r REVIEWED FOR I CODE COMPLIA 0,ft;'�, Al� Bi � P�'CEIVED PPRe DATE ISSUE . FEB 02 2016 12.31.15 MEP BACKGROUND APR 19 2016 SET n� TUKVVILA 1.29.16 PERMIT SET FN vUi ` PUBLIC WORKS of TuI�.Wfi1* BUCI�PINDTVI•I' Ns, T_ co N N e I -- W U) W IL e GENERAL NOTES CN 12.31.15 a) SET PERMIT SET 1. EXISTING SANITARY WASTE AND GREASE WASTE PIPING TO U) U BE SAWCUT AND REMOVED. SEE SHEET P2.1 FOR EXISTING PIPING TO STAY. a 0 N 2. MINIMIZING SAWCUTTING AS MUCH AS POSSIBLE. 9y" THICKW °O SLAB WITH GRADE BEAMS AT COLUMN LINES. c cu Lo a? <Na' E =�-i,>NCQU QQ T(o(D 00 X00 N N 04 .� N Ln (n E 4- N �J REViFEWED FOR CODE COMPLIANCE ApOVED APR 19 2016 city of Tuwta BUILDING DIVISION F.8 S -44866 ti TONAL ED= 4-22-17 25 w ' F— IS - � z tj w LL. 0 z 0 U x > o cl THIS DRAWING DATA AND DESIGNS THEREON SHALL NOT BE DUPLICATED, USED OR DISCLOSED TO OTHERS FOR PROCUREMENT OR OTHER PURPOSE, EXCEPT AS OTHERWISE AUTHORIZED BY CONTRACT, WITHOUT PERMISSION OF JET INDUSTRIES, INC. 1935 SILVERTON RD. SALEM, OR 97301 TEL: (503) 363-2334 FAX: (503) 363-8008 OR CCB#'S 3944, 156944, 158633, 166248, 17C982 L ALL REPRODUCTIONS SHALL BEAR THIS J J Q 0) O N W O c) (3) O 0 z 0— w U ry �Hn DATE ISSUE MEP BACKGROUND 12.31.15 SET PERMIT SET co 1.29.16 O N O PF-'RMIIT CENTER GENERAL NOTES ISSUE " o� soca , m w wn 1. SLOPE ALL SANITARY PIPING 4" OR GREATER AT 1/8" PER U j v FOOT, MINIMUM.cu z LuLL 2. SLOPE ALL SANITARY PIPING 3" OR SMALLER AT 1/4" PER D- O U cu FOOT, MINIMUM. -a c/) 00 00 04 co rn x o 3. SLOPE ALL GREASE WASTE PIPING 1/4 PER FOOT, MINIMUM. � izcm N'C�(N6? LO � 4. SEE PLUMBING FIXTURE SCHEDULE FOR SIZE OF BRANCH � 0 N 6 PIPING SERVING EACH FIXTURE. L ,L d. N Cl) ¢0D=oO In 5. SEE KITCHEN PLANS FOR PLUMBING CONNECTIONS SIZES N ca N N cu .� AND LOCATIONS TO KITCHEN EQUIPMENT. co (D LID (n CL 4 N 6. FLOOR DRAINS AND FLOOR SINKS REQUIRE TRAP PRIMERS. a � � 53 54 55 55.3 (56 56.6 57 I In �li ligiiiij-p , CAVA - 1/411 = 1'-0" :=J �o�44866 �s0 �1 �'arasxe� rDNAL EKPn= 4-22-17 1 1 THIS DRAWING DATA AND DESIGNS THEREON SHALL NOT BE DUPLICATED, USED OR DISCLOSED TO OTHERS FOR PROCUREMENT OR OTHER PURPOSE, EXCEPT AS OTHERWISE AUTHORIZED BY CONTRACT, WITHOUT PERMISSION OF JET INDUSTRIES, INC. 1935 SILVERTON RD. SALEM, OR 97301 TEL: (503) 363-2334 FAX: (503) 363.8008 OR CCB#'S 3944, 166944, 158633, 166248,17C982 ALL REPRODUCTIONS SHALL BEAR THIS NOTICE. III IItlV A AREA NOT (� I IN SCOPE c� J J z Q O d 7> O ry O I E3T- C%4 Z 00 CD ry W O N � _ o -- z AREA NOT C— IN SCOPE VIEWED FOR DOE COMPLIANCE pPROVED APR 19 2016 City of TukvAIal BUILDING DIVISION DATE ISSUE 12.31.15 o� soca , m w wn z LuLL O z O x o � izcm Lu TCL UJI THIS DRAWING DATA AND DESIGNS THEREON SHALL NOT BE DUPLICATED, USED OR DISCLOSED TO OTHERS FOR PROCUREMENT OR OTHER PURPOSE, EXCEPT AS OTHERWISE AUTHORIZED BY CONTRACT, WITHOUT PERMISSION OF JET INDUSTRIES, INC. 1935 SILVERTON RD. SALEM, OR 97301 TEL: (503) 363-2334 FAX: (503) 363.8008 OR CCB#'S 3944, 166944, 158633, 166248,17C982 ALL REPRODUCTIONS SHALL BEAR THIS NOTICE. III IItlV A AREA NOT (� I IN SCOPE c� J J z Q O d 7> O ry O I E3T- C%4 Z 00 CD ry W O N � _ o -- z AREA NOT C— IN SCOPE VIEWED FOR DOE COMPLIANCE pPROVED APR 19 2016 City of TukvAIal BUILDING DIVISION DATE ISSUE 12.31.15 MEP BACKGROUND SET 1.29.16 PERMIT SET p P2.1 2015-27-00 C IT c c c c L c F ite C GENERAL MOTES " 1. SEE PLUMBING FIXTURE SCHEDULE FOR SIZE OF BRANCH E U PIPING SERVING FIXTURES. 2, TRAP PRIMER PIPING NOT SHOWN FOR CLARITY. SEE a SANITARY PLANS FOR TRAPS REQUIRING TRAP PRIMERS. 'a (q Do c �m o 3. LOCATE VALVES IN AN ACCESSIBLE LOCATION. cu% c rn rn O < N � Lo E Q0 Q ch_ 0 �j N(o N N N m . L17 (n Q..4-= N 53 54 55 55.3 56 56.6 57 v I FFc o* TA 44865 $�arsrse�'° i9`91OXAL EaT= 4-22-17 uu w � w 1~ o sn Z e� w O -� Z LD O � d Elaomrsyl THIS DRAWING DATA AND DESIGNS THEREON SHALL NOT BE DUPLICATED, USED OR DISCLOSED TO OTHERS FOR PROCUREMENT OR OTHER PURPOSE, EXCEPT AS OTHERWISE AUTHORIZED BY CONTRACT, WITHOUT PERMISSION OF JET INDUSTRIES, INC. 1935 SILVERTON RD. SALEM, OR 97301 TEL: (503) 363-2334 FAX: (503) 363-8008 OR CCB#'S 3944,1569", 158633, 166248, 17C982 ALL REPRODUCTIONS SHALL BEAR THIS NOTICE. IN SCOPE :2Z J Q J J � O O co co --- --- ll F O ZO N w rn -- - �s0 � � Q z W m ry M :D < AREA NOT 1N SCOPE DATE ISSUE _ 12.31.15 MEP BACKGROUND SET 1.29.16 PERMIT SET i 1 I I I I I I I I